抗弯矩混凝土框架动力可靠度分析

Aram Saaed, M. Daghigh
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引用次数: 0

摘要

本文提出了一种综合考虑荷载、材料性能和构件截面性能等不确定性因素的抗弯矩框架可靠性分析方法。设计结构的性能及其在实际地震中的可靠性是当今的一个重要问题。本研究根据伊朗国家建筑法规第9节的规定,设计了伊朗最常见的两种抗弯矩混凝土框架结构,并建立了其分析模型。利用OpenSEES软件对上述参数采用不同的分布函数进行了有限元仿真和可靠性分析。利用生成的参数,对结构破坏的极限函数进行了检验。结果表明,考虑载荷、截面尺寸和材料性能的不确定性会对设计结构的可靠性产生相当大的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Dynamic Reliability Analysis of Moment Resisting Concrete Frames
A comprehensive reliability analysis of moment resisting frame is presented in this article in which uncertainties in loadings, material properties, and member cross section properties are included. Performance of designed structures and their reliability in real earthquakes is an important issue these days. In this research study, two moment resisting concrete frame structures, which is the most common type of structures in Iran, are designed based on Section 9 of the Iran National Building Regulations and its analytical model is constructed. Using OpenSEES software, the finite element simulations and reliability analyses are performed with different distribution functions for the mentioned parameters. By using the generated parameters, the ultimate limit functions for structural failure are examined. Results show that incorporating uncertainties in loading, cross section dimension, and material properties could result in a considerable impact on reliability of designed structures.
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